FAP 29 over TN R/SOURR/FAU 5395&3619

Map

Coordinates:
+35.05472, -85.31500
35°03'17" N, 85°18'54" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	FAP 29 over TN R/SOURR/FAU 5395&3619
Structure number:	33FA0271001
Location:	SR-29 / TENN. RIVER
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	375.0 ft. `[114.3 m]`
Total length:	2745.2 ft. `[836.7 m]`
Roadway width between curbs:	126.3 ft. `[38.5 m]`
Deck width edge-to-edge:	129.9 ft. `[39.6 m]`
Vertical clearance below bridge:	45.9 ft. `[14.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
Year reconstructed:	2003
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	15
Main spans material:	Steel continuous `[4]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	73,130 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	48.5 tons `[44.1 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	73.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$2,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2017	73.0	Fair	Good	Good	Fair	-	73130
March 2015	84.0	Good	Good	Good	Good	-	69690
April 2013	84.0	Good	Good	Good	Good	-	72410
April 2011	84.0	Good	Good	Good	Good	-	81040
March 2009	84.0	Good	Good	Good	Good	-	82450
May 2007	85.0	Good	Good	Good	Good	-	66880
June 2005	85.0	Good	Good	Good	Good	-	66070
August 2003	85.0	Good	Good	Good	Good	-	61170
March 2003	85.0	Fair	Good	Satisfactory	Good	-	61700
December 2000	85.0	Fair	Good	Satisfactory	Good	-	55100
March 1999	0.0	-	-	-	-	-	11210
July 1997	73.0	Poor	Poor	Satisfactory	Good	SD	60730
June 1995	73.0	Poor	Poor	Good	Good	SD	63860
April 1993	73.0	Poor	Poor	Good	Good	SD	56870
April 1991	72.0	Poor	Serious	Satisfactory	Satisfactory	SD	41080

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	23,051	23,001	50	0	0
Steel Stringer	linear ft.	22,696	22,681	0	15	0
Deck
Reinforced Concrete Deck	sq. ft.	158,880	158,880	0	0	0
Superstructure
Steel Floor Beam	linear ft.	6,047	6,047	0	0	0
Substructure
Reinforced Concrete Column	each	66	66	0	0	0
Reinforced Concrete Pier Wall	linear ft.	284	284	0	0	0
Reinforced Concrete Abutment	linear ft.	347	322	20	5	0
Steel Pier Cap	linear ft.	567	567	0	0	0
Reinforced Concrete Pier Cap	linear ft.	1,545	1,527	18	0	0
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Movable Bearing	each	197	197	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	8,100	8,100	0	0	0